Loading...
HomeMy WebLinkAboutR-382310INSJDE DROP C0VNECTIOW PER DETAIL TH/S SHEET NW114. NW114., SEC20., TWP.23 N., RGE. 5 E., W.M. gxr i rvt,-' 0'S 0.t223� 2��" � � COUPLING (A°DGWAL) � 43LF PING' � 4" ALUM/NUA/ GI/P Jot�� � 2 �` � CGINNECT FOOTING DRAIN TO VAULT CRA W O S 0.1223 � 204IS" � 21004 NTY DRAIN DONNSTR£AAl Of GATE x,41 W3QGF ,-.. PVC `f \ / 202 16" If CVT p4 OR/LL Gf4/F/C£ 6" MAX. /N END PLAT D[ DETENTION VA ULT-TOP DETAIL EX ROiCK LINED DITCH �� x /E 7fQ.010 r % � ncrcivriniv �i� i ii iivrcvnv cr� SCALE- 1'�--20' SCALE: 1 " = 20' o 10 zo .o SCALE- 1 "=20' 12" TE£ W. 0. SURFACE_ £L. 215.20 +_ 12" /E 213.20 VAUL T INLET NEL /NER" BRA ND STA/NLESS ST££L ADA/STABLE CLAMPING BRACKETS OR APPROW0 EOIVAL. SEE NOT£ 2 90• BEND NOTES. 1 ALL P/PSE AND FITTINGS SHALL BE SIMALAR SIZE AND MATERIAL AS INCOMING MAINLINE. 2. "RELINER" BRAND STAINLESS STEEL ADJJ57ABLE CLAMPING BRACKETS OR APPROkED E00AL SHALL BE INSTALLED *THIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. STRAPS SHALL BE INSTALLED WTH A MAXIMUM SPACING OF 4 FEET OW CENTER. BRACKETS SHALL Bf - ATTACHED UTILIZING STAINLESS STEEL EXPAN516W BOY TS. MIN. 2 EACH A T CONNECTIOW POVNIS: /NS/DE DROP CONNECT/ON FOR DETENTION VAULT : : FW1,SHED .GRA�1E PROF/L�£ : (tW.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : FINISHED . GRADE PROFILE (TYPE R£i!,(OV�QBLE' .. . . . RE A/N/N. . . . . . . . . . . . . . . 230 GRAZE .. . WALL :......--..... :....:....:....:....:............................................................................................................................................. Mare ......... ......... ......... ......... ......... ... .... ......... ........ . :::::: ........ .... :::: ::::::::: ::::::::: ::::::::: :::: ::::::::: ::::::::: RISER ELEV. 222.20 225 • ...... ......... ......... . .00 R 225 ................................ ........................................................................................ .............. ... ..................................................................... ...... . . . . . ._ VARIES C1�•���RES.. TING GRADE . . . . . . ®.' . . . � . :DES/GN: N!S £L 222.3' : : : :£L.222. 3 ......... ......... ......... ...... �toRAc� ... ... ..... ........ . NON -MET DER .. ....... . .. ......... ......... ......... ........ ... ..... ......... ......... ALL/CLAD STEPS (r ) . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . N!Q SURFACE. . . . . . . . . . . . . . . . . . . . . . . . YP 215 ".F ! :: wQ SURFACE EL:2�5.2 ......... ......... ........ - _ - - EG.21,�. _ _ . ......... 215 ......................6....F ING........- " `t DRA/, V . . . . . . . . . . . . .WANG . . . . . . . . . . . . . . . . . . . . . . . ..... 2' DEAD 'DEAD:... . . . ......... .... . STAINLESS STEE STRAPS 4 DEAD : f�4RA/N . . . . . . . . . . . . . . . . . . _ _,� . . . ORA/N L IE 21.3.2 . U . . . . . . . . . STGIRAGE . . . . . . . . . . . . . . . . . . 570RAGE S7VR4GC . . . . . . . . . . . . . . . . . . 0 -- IE 21J32 0 p.l 21,2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6":FIST%N . . . . . . . . . . . . . . . . . . . . . . . 0 24" CTRS. MIN. . . . . . . . . . . . . . . . . . . . DRA/N 213.2 • r� OE SED/HENT . . . . . . . . . . . .CELL) : : : :212 64. . . . . . . . . . . 12 X12"x12X8" AL UA//NUM . . . . . . . . . . -.;,�; ?09..9 . . . . . . . . . . . . . . . . . . . . . /E 213.2. STORAGE 21D 0 9 ......... ......... ......... 2132 EL.• 211.2 ........ ........ 21D CMP CROSS .................................. ........, ............................... ............... 4. ........ ........ ............................. . .. a.4 Zp 21 rn o 12" A'WRAGE . . . . 12v A P RAGE : . SEDIAFNT- STORAGE. . . . . . SED/HENT SFORkGE . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12" /E 215.20 . ......... ......... ......... ......... ......... ......... ......... 205 ......... ......... ......... ......... ......... ......... ......... ......... ......... 205 ......... ......... ......... ........ NOW POUROU NAN ..... ..... ..... ..... ............................................................................................................................................................................. . . ........................................................................................................................................................................................................................................................................ N ... ............ Ln SHR/NK/NG GROUT AROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PIPE AS REQ D (TYP.� .... ... ........ ... N NO SCALE ILL VA UL T RES TRIC TOR PLAN DETA It REMOVABLE GRA TE RIM 226.010 '' ko+_ :. 10 r `� MAX. W.S. ELEV. 222.30 \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SECTION . . . . . . . . . . . . . . . . . . SEC. T.. 6" /E 213.20 ION. ......... ......... .. ......... ...... ......... ......... .. ...... ......... :200 1 ......... ......... ......... ...... .. ......... . ATE !/AL VF m ................. ......................................................................................................... ................................ ................ILE............................................................................................................... ....................... �!. V . . . . . . .rn .. ...... ........ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rn CD . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ......... N ......... ......... ......... ......... ................... ......... HORIZ SCALE. 1 »,_ 20' EXISTING: GRA. DE : . . . . . . , . HQR/z'. SCALE: : 1:'$- 20' . S`CA�F. 1 "_' E1V,4 TION: (:TYP� : :VZ_R T.- SCALE:- 1 = . ATI •TYP ...... ......... ....... ......... ......... ....... ......... ELEV A'V STJN l?ADE OR/LL OR MACH/NE EXI G FINISH A NS GR DE ..............................................:...............................................:.................................................:.................................................... :.. 3/4"� ORIFICE £LE A llav (r � £LEVA-fl0V (TYPE ::::: :: 4' MSN CUT IF�CE : IN RES TRIC TOR END cn ......... ......... ........ ......... ......... ...... w......... ......... ....... Q........ ......... ......... ......... ........ ......... ........ ........ ......... ......... 223.70 4" ELBOW N1TH 15/16"0 ORIFICE SEE ELBOW DETAIL, THIS SHEET EL. 220.30 " " TH 1 1 i IF/ 4 NI 3 6 ORIFICE CE / DETAIL, SEE ELBOW OE L, TH/ S SHEET EL. 219.20 HANG SHEAR GA TE ROTI AND HANDLE. ON LADDER EL. 211.20 EL. 213.20 o : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : , " N . . . . .Sa' i�: : : : : : : : ......... ......... VA UL TRES TR/CTOR DETAIL �,N ' 0 1 "2' HOIRZ. N 6f 00 6f 50 7f 00 2f 00 1 f 50 1-f 00 1'� 2' v�-RT. 1 "=2' HORZ. 1 "=2;fRT, REA/OVA&E WATER AC/•/T COUPLING (A°DGWAL) z 4" ALUM/NUA/ GI/P N z W R£00 £LEV. Z o 6' M/N. W ,-.. Qy MELDED ELBOW MA CHINE Q CVT p4 OR/LL Gf4/F/C£ 6" MAX. /N END PLAT D[ ELBOWDETAIL NO SCALE x R = 382310 NOTES 1. ALL METAL PARTS MUST BE CA4RO961N RESISTANT. STEEL PARTS MUST BE GAL VAN/ZED AND ASPHAL T COA7E0 (IR£ATA/ENT 1 OR BETTERJ. ?. PROND£ WATER STOIA AT ALL CAST -IN-PLACE CGWSIRUCDGW JOINTS. 3. VAULTS d0' INDE A/UST BE USE R£A/0VA&£ GRATES 4. PREFARP/CATED VAUL T SEC IIGYVS MAY REQUIRE STRUCTURAL A/AD/F/CAT/GYVS TO SUPPORTS 5)(10' 0£N/NC 0 W MA IN VAULT. 5. ALL 1/i4UL T AREAS MUST BE N1TH/N 50' OF AN ACCESS PLYNT. DATUM NAM 88 A 6 S/S OF A 6EA RINGS N895915 IY ALOYVC THE NORTH L/N£ OF THE NA?7HNfST QY/ARTER OF SECT/AN 20 B£TM£EN THE FOUND NGYP1Fl (aUART£R CORNER AND THE FOUND SECAGW CORNER PER RECORD GIS SUR WY R06Y70£D UNDER RECORDING NUMBER 2000101012900001. BENCHMARKS CITY OF RENTOW BENCHMARK NUMBER 418 BRA55 PIN /N CONCRETE MONUMENT L OCA TED A T THE INTERSECT/OW OF SOUTH 7TH STREET A R T A UUTH ND EN AN VENUE S ELEVA 776W 305.80 (93.21011) IN COMPLIANCE WITH CITY OFRENTON STANDARDS r� B Y: 4tSL DATE:- B Y: DATE: B Y: DATE: BY.. DATE: Re► , .... SO z • H: N z Q Y L SO z om 0 z z Q 0 0 O 00 W ,-.. co � Q v, LJ o D[ a o x z OL � U. h o y � Z v Q >0 � Q z Ld h lv z Q O C) Z CL w C) ..ft • z z O o uiCie z _ Li 3: W Q CL W Q w (h z 0 Q) o Q z SHEET OF C4,,31 W L c om 0 z z Q CD 44th CD CD C oP 0 m 1 � Q Z LJ o W m m Q z 0 -4 D CA� v Q 0z 'i Q Ld lv � O C) w > z z O Li 3: Q CL Q w (h a. 0 0 o Q SHEET OF C4,,31 16 PROJECT NUMBER 04.139M L cn c om 0 z z v CD 44th CD CD C oP 0 m 1 � o0 z m z W m m 0 -4 D cn D om 0 v 1 rC>c �CA nCA 44th CD CD C oP 0 >� CD r 1 cn> 7 N W cn D CD 0 v m o C c <_ 7